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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Column Project File:express innvovations.ec6 <br /> LIC#:KW-06013701,Build:20.23.2.14 Structural Works PLLC (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: --None-- <br /> Code References <br /> Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br /> Load Combinations Used : IBC 2021 <br /> General Information <br /> Analysis Method Allowable Stress Design Wood Section Name 4x6 <br /> End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber <br /> Overall Column Height 8 ft Wood Member Type Sawn <br /> (Used for non-slender calculations) Exact WidthIn Allow Stress Modification Factors <br /> Wood Species Douglas Fir-Larch 3.50 <br /> Wood Grade No.2 Exact Depth 5.50 in Cf or Cv for Bending 1.30 <br /> Area 19.250 in12 Cf or Cv for Compressio 1.10 <br /> Fb+ 750 psi Fv 170 psi Ix 48.526 in14 Cf or Cv for Tension 1.30 <br /> Fb- 750 psi Ft 475 psi <br /> ly 19.651 in14 Cm:Wet Use Factor 1.0 <br /> Fc-Prll 700 psi Density 31.21 pcf <br /> Ct:Temperature Fact 1.0 <br /> Fc-Perp 625 psi Cfu : Flat Use Factor 1.0 <br /> E:Modulus of Elasticity. . . x-x Bending y-y Bending Axial Kf: Built-up columns 1.0 NDS 15.3.2 <br /> Basic 1300 1300 1300 ksi Use Cr: Repetitive? No <br /> Minimum 470 470 Brace condition for deflection(buckling)along columns: <br /> X-X(width)axis: Unbraced Length for buckling ABOUT Y-Y Axis=8 ft,K <br /> Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=8 ft, K <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included : 33.377 Ibs* Dead Load Factor <br /> AXIAL LOADS . . . <br /> Axial Load at 8.0 ft, D=2.70, Lr=2.156, L=2.674, S=2.156 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.7652: 1 Maximum SERVICE Lateral Load Reactions.. <br /> Load Combination +D+0.750L+0.750S Top along Y-1 0.0 k Bottom along Y-Y 0.0 k <br /> Governing NDS Forumla Comp Only,fc/Fc' Top along X-} 0.0 k Bottom along X-X 0.0 k <br /> Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... <br /> At maximum location values are. Along Y-Y 0.0 in at 0.0 ft above base <br /> Applied Axial 6.356 k for load combination: n/a <br /> Applied Mx 0.0 k-ft <br /> Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base <br /> Fc:Allowable 431.503 psi for load combination:n/a <br /> Other Factors used to calculate allowable stresses... <br /> PASS Maximum Shear Stress Ratio= 0.0: 1 Bending Compression Tension <br /> Load Combination +0.60D <br /> Location of max.above base 8.0 ft <br /> Applied Design Shear 0.0 psi <br /> Allowable Shear 272.0 psi <br /> Load Combination Results <br /> Maximum Axial+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination C D CP Stress Ratio Status Location Stress Ratio Status Location <br /> D Only 0.900 0.580 0.3530 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +D+L 1.000 0.540 0.6755 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +D+Lr 1.250 0.457 0.5778 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +D+S 1.150 0.487 0.5886 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +D+0.750Lr+0.750L 1.250 0.457 0.7511 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +D+0.750L+0.750S 1.150 0.487 0.7652 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +0.60D 1.600 0.373 0.1856 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> Page 7 of 11 <br />